Model: Elastic Isotropic
Overview
This model may be used for solid materials with a linear elastic isotropic behavior. The relationship between stress and strain is given by Hooke’s Law, expressed as:
where is the component of the Cauchy stress tensor, is the component of the strain tensor, is the first Lamé elastic constant, and is the elastic shear modulus.
Hooke’s Law may also be expressed using Voigt notation for stress and strain vectors as:
or,
Variations
For finite deformation solvers, the elastic isotropic model can be called within a hypo-elastic update routine. See Finite Deformation Models with Hypo-Materials
Parameters
The following attributes are supported. Note that any two elastic constants can be provided, and the other
two will be internally calculated. The “default” keyword in front of certain properties indicates that this
is the default value adopted for a region unless the user separately specifies a heterogeneous field via the
FieldSpecification
mechanism.
XML Element: ElasticIsotropic
Name |
Type |
Default |
Description |
---|---|---|---|
defaultBulkModulus |
real64 |
-1 |
Default Bulk Modulus Parameter |
defaultDensity |
real64 |
required |
Default Material Density |
defaultDrainedLinearTEC |
real64 |
0 |
Default Linear Thermal Expansion Coefficient of the Solid Rock Frame |
defaultPoissonRatio |
real64 |
-1 |
Default Poisson’s Ratio |
defaultShearModulus |
real64 |
-1 |
Default Shear Modulus Parameter |
defaultYoungModulus |
real64 |
-1 |
Default Young’s Modulus |
name |
groupName |
required |
A name is required for any non-unique nodes |
Example
A typical Constititutive
block will look like:
<Constitutive>
<ElasticIsotropic
name="shale"
defaultDensity="2700"
defaultBulkModulus="60.0e6"
defaultShearModulus="30.0e6" />
</Constitutive>